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HomeMy WebLinkAboutFolder- DATE SUBMITTED: CITY OF COLLEGE STATION Planning & Devewpment Services (Check one) 0 Minor ($300.00) FINAL PLAT APPLICATION D Amending ($300.00) ~ Final ($400.00) D Vacating ($400.00) Is this plat in the ET J? ~Yes D No D Replat ($600.00)* *Includes public hearing fee The following items must be submitted by an established filing deadline date for P&Z Commission consideration. MINIMUM SUBMITTAL REQUIREMENTS: N/A Filing Fee (see above) NOTE: Multiple Sheets -$55.00 per additional sheet N/A Variance Request to Subdivision Regulations -$100 (if applicable) !___Development Permit Application Fee of $200.00 (if applicable). N/A Infrastructure Inspection Fee of $600.00 (applicable if any public infrastructure is being constructed) !___ Application completed in full. N/A Copy of original deed restrictions/covenants for replats (if applicable). !___Fourteen (14) folded copies of plat. (A signed mylar original must be submitted after staff review.) X Paid tax certificates from City of College Station, Brazos County and College Station l.S.D. X A copy of the attached checklist with all items checked off or a brief e~planation as to why they are not. !___Two (2) copies of public infrastructure plans associated with this plat (if applicable). N/A Parkland Dedication requirement approved by the Parks & Recreation Board, please provide proof of approval (if applicable). Date of Preapplication Conference:_J..._u~ne.-....,;..7""'"-=2 ...... 0 ...... 06......._ _________________ _ NAME OF SUBDIVISION Creek Meadows -Section 4, Phase Two SPECIFIED LOCATION OF PROPOSED SUBDIVISION (Lot & Block) Greens Prairie Rd West & Greens Prairie Trail APPLICANT/PROJECT MANAGER'S INFORMATION (Primary Contact for the Project): Name Rabon A. Metcalf, P.E. (RME Consulting Engineers) Street Address P .0. Box 9253 State TX Zip Code _7.:;..;8::...;4=2=------ Phone Number (979) 690-0329 City College Station E-Mail Address rabon@rmengineer.com Fax Number (979) 690-0329 PROPERTY OWNER'S INFORMATION (ALL owners must be identified. Please attach an additional sheet for multiple owners): Name Creek Meadow Partners, L.P. -c/o Todd Carnes (Managing Partner) Street Address 230 Southwest Parkway East City College Station State TX Zip Code .::....77:....::8::....:4=0 ____ _ Phone Number (979) 693-7835 ARCHITECT OR ENGINEER'S INFORMATION: Name Same As Applicant E-Mail Address toddcarnes@tconline.net Fax Number (979) 693-7839 Do any deed restrictions or covenants exist for this property? Yes __ No _X __ Is there a temporary blanket easement on this property? If so, please provide the Volume 7863 and Page # """"72=--- Acreage -Total Property 12.03 Total# of Lots 48 R-0-W Acreage =0=.0-"-0 ____ _ Existing Use: Vacant ----------Proposed Use: Urban Residential --------- Number of Lots By Zoning District 48 I A-0 ---'---___ ! __ _ Average Acreage Of Each Residential Lot By Zoning District: --=---I ! __ _ ---'---I ------ Floodplain Acreage =0-=0 _____ _ A statement addressing any differences between the Final Plat and approved Master Plan and/or Preliminary Plat (if applicable): N/A Requested Variances To Subdivision Regulations & Reason For Same:----------------- N/A Requested Oversize Participation:----------------------------- N/A Total Linear Footage of Proposed Public: 2,044 Streets Sidewalks Sanitary Sewer Lines Water Lines Channels Storm Sewers Bike Lanes I Paths Parkland Dedication due prior to filing the Final Plat: ACREAGE: ___ #of acres to be dedicated + $ ____ development fee ___ # of acres in floodplain # of acres in detention --- ___ # of acres in greenways OR FEE IN LIEU OF LAND: ___ # of Single-Family Dwelling Units X $556 = $ ___ _ _______ (date) Approved by Parks & Recreation Board NOTE: DIGITAL COPY OF PLAT MUST BE SUBMITTED PRIOR TO FILING. The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are true, correct, and complete. The undersigned hereby requests approval by the City of College Station of the above-identified final plat and attests that this re est does not amend any covenants or restrictions associated with this plat. SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION Application is hereby made for the following development specific site/waterway alterations: ACKNOWLEDGMENTS: I, Rabon A. Metcalf, P.E. . design engineer/owner, hereby acknowledge or affirm that: The information and conclusions contained in the above plans and supporting documents comply with the current requirements of the City of Colle e Station, Texas City Code, Chapter 13 and its associated Drainage Policy and Design Standards. As a condition of ap oval of this permit application, I agree to construct the improvements proposed in th is · · ·ng to these d uments and the requirements of Chapter 13 of the College Station City Code. 6 I /<fl Contractor CERTIFICATIONS: (for proposed alterations within designated flood hazard areas.) A. I, NIA certify that any nonresidsmtial structure on or proposed to be on this site ,.., as part of this application is designated to prevent damage to the structe're or its contents as a result of flooding from the 100 year storm. Engineer Date B. I, N/A certify that the finished floor elevation of the lowest floor, including any basement, of any residential structure, proposed as part of this application is at or above the base flood elevation established in the latest Federal Insurance Administration Flood Hazard Study and maps, as amended. Engineer Date C. I, N/A , certify that the alterations or development covered by this permit shall not diminish the flood-carrying capacity of the waterway adjoining or crossing this permitted site and that such alterations or development are consistent with requirements of the City of College Station City Code, Chapter 13 concerning encroachments of floodways and of floodway fringes. Engineer Date D. I, N/A , do certify that the proposed alterations do not raise the level of the 100 year flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study. Engineer Date Conditions or comments as part of approval: --------------------------- In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer for the above named project. All of the applicable codes and ordinances of the City of College Station shall apply. 1 2 3 4 5 6 7 8 9 10 ENGINEER'S COST ESTIMATE-10/23/2007 CREEK MEADOWS (SECTION 4, PHASE TWO) SANITARY SEWER IMPROVEMENTS BRYAN, BRAZOS COUNTY, TEXAS SANITARY SEWER IMPROVEMENTS Mobilization.Staking, Trench Safety & TV Inspection 1 LS (Sewer Line) 6" PVC Sanitary Sewer (SDR-26, D3034) -Non 1,407 LF Structural Backfill 6" PVC Sanitary Sewer (SDR-26, D3034) -234 LF Structural Backfill 6" PVC Sanitary Sewer (SDR-26, Class 160)wrrransition Gaskets & Couplings -Structural 18 LF Backfill 4' Diameter Standard Manhole w/32" Opening (Ring 9 EA & Cover) Structural Bedding (Cement Stabilized Sand) 60 LF Dual Sanitary Sewer Service (Long Side) 12 EA Dual Sanitary Sewer Service (Short Side) 11 EA Single Sanitary Sewer Service (Long Side) 1 EA Single Sanitary Sewer Service (Short Side) 1 EA $7,000.00 $16.00 $26.00 $40.00 $2,800.00 $15.00 $700.00 $400.00 $600.00 $300.00 SUB-TOTAL= 10% CONTINGENCY= This Engineer's Cost Estimate was prepared in our office, at the date shown, and is released for the purpose of public infrastructure cost projections. Rabon A. Metcalf, P. E CD1-202-0316-E08 COLLEGE ST A TI ON, TEXAS 77842 OFF/FAX: (979) 690-0329 E-mail: civil@rmengineer.com $7,000.00 $22,512.00 $6,084.00 $720.00 $25,200.00 $900.00 $8,400.00 $4,400.00 $600.00 $300.00 1 of 1 October 24, 2007 David Loflin Texas Commission of Environmental Quality Water Supply Division MC 153 P.O. Box 13087 Austin, TX 78711 P.O. Box 9253, College Station, TX 77842 Off/Fax: (979) 690-0329 email: civil@rmengineer.com RE: Creek Meadows (Section 4, Phase Two)-College Station, TX TCEQ Exception Letter for Utility Improvements RME No. 202-0316 Mr. David Loflin: The above referenced project will install the following improvements within the distribution system of the Wellborn S.U.D.: •!• Approximately 1,811 linear feet of 6" and 8" PVC (C-909, Class 200) water line; •!• Approximately 385 linear feet of 3" PVC (SDR 21 , Class 200) water line; •!• Applicable fire hydrants, services, valves & fittings. Design and construction of these improvements will be in accordance with the latest Bryan/College Station Unified Water & Sewer Design Guideline Manual, Standard Details, and Specifications and Chapter 290 of the TCEQ Rules & Regulations. This quantity of water line is less than 10% of the total length of water line within the City's current distribution system. Therefore, an exception for plan review is being requested for this project and its water system improvements. Sincerely, Page I of l .. " .. PUBLIC WATER SYSTEM PLAN REVIEW SU BM ITT AL FORM (Complete and Attach to Submittal Package) Date: October 24, 2007 TCEQ PWS Identification No.*: _02_1_0_0_16~ _____ CCN No. or Application No. **:..;..11.;_;;3'-'4""'0 ______ _ Water System Name: W~e_ll_b __ o_rn..__s ...... u ........... D_. ------------------------- Water System Owner:_W~e~ll ..... b~o~rn ..... S~.u ...... o~. ________ Type of Entity_: __ s_.u~.D_. ________ _ Address: P .0. Box 250, Wellborn, TX 77881 Phone: (979) 690-9799 Responsible Official: Steven Cast Title: Manager County (system location): Brazos County Subdivision Sec., Phase, Unit, etc. Creek Meadows (Section 4, Phase Two Mechanism & Source of Financing:-'-P.;..;ri'""v.;::a.;:.;te:;__ _________ _ Engineer: Rabon A. Metcalf, P.E. Registration Number:_8_8_5_8_3 _______________ _ Firm Name: RME Consulting Engineers Phone: (979) 690-0329 Firm Address: P.O. Box 9253, College Station, TX 77842 Fax: (979) 690-0329 • If no PWS Number exists, the owner must submit a business plan, if required, in accordance with §290.39(1) and (g). ** If a required CCN number does not exist, an acceptable application to obtain a CCN number must be made before a project submittal can be technically reviewed. In addition, if a submittal is for a project located outside the CCN area, a CCN amendment application must be submitted before a project may be reviewed for construction approval. Please refer to 30 TAC Chapter 291 for additional information regarding CCNs. If this is a new (proposed) system, you must attach the following with this submittal: NOT APPLICABLE D Attach a list of all water utilities within Y:2 mile of the proposed service area boundaries D Copies of formal applications for service from each of the following D any municipality if the system is within its ET J; D any district or other political subdivision whose corporate boundaries are within Y:2 mile of the proposed service area boundaries D any other water service provider whose certificated service area boundary is within Y:2 mile of the proposed service area boundaries D Documentation that all application requirements including payment of fees were complied with. D Copies of written responses from each of the entities listed above. D Business plan, if required by 30 TAC 290.39(f) & (g). The business plan financial requirements for non-community water systems must confirm capital availability to construct the system according to TCEQ requirements. This would consist of a balance sheet that shows liabilities as well as assets, not just a bank confirmation of a deposit account. Alternatively, if the project is being constructed with loan funds, then a loan commitment letter from the lender specific to that project will suffice. D Justification for constructing a separate system (unless none of the entities listed above exist) D Plans and specifications with an engineering report all sealed by design engineer. Type of Project (please check the appropriate boxes): ./ Distribution System Modifications D Well completion data on previously approved well D Pressure Maintenance Facilities Modifications D Disinfection Facilities or Other Modifications D Preliminary Engineering Report w/o plans D Modification of Surface Water Treatment Plant D D D D D D D Storage Capacity Modifications Water Well Construction, Proposed Proposed Innovative Process Study Ground Water Treatment Plant, New Surface Water Treatment Plant, New Tex. Water Dev. Board Proj. No. _____ _ Other(PleaseExplain) _______________________________ _ Rabon A. Metcalf, P .E. Printed Engineer's Name Revised 9/12/02 October 24, 2007 Date C:\USERS\USER\RME\PROJECTS\202-0316 CMP-SECTION 1A-PH3-4 \S4P2\ENGINEERING\ TCEQ FORM 102 October 24, 2007 Louis Heron III, P .E. Texas Commission of Environmental Quality Plans & Specification Review MC 148 P.O. Box 13087 Austin, TX 78711-3087 RE: Chapter 317 Summary Transmittal Letter Permittee: City of College Station P.O. Box 9253, College Station, TX 77842 Off/Fax: (979) 690-0329 email: civil@nnengineer.com Permit Number: Lick Creek WWTP: WQ0010024-006 Project Name: Creek Meadows (Section 4, Phase Two) -College Station, TX County: Brazos County Grant No.: NI A Mr. Louis Heron: The purpose of this letter is to provide the TCEQ with the information necessary to comply with the requirements of Chapter 317.l(a)(3)(D) of the TCEQ's rules entitled, Design Criteria for Sewerage Systems. The necessary information includes: 1. Engineering Firm: RME Consulting Engineers 1391 Seamist Lane <77845> P.O. Box 9253 College Station, TX 77842 2. Design Engineer: Rabon A. Metcalf, P .E. Off/Fax: (979) 690-0329 3. Operator: City of College Station 4. Variances from Chapter 317: Design and construction of these improvements are in accordance with the Bryan/College Station Unified Water & Sewer Specifications, Design Guidelines Manual, and Chapter 317 of the TCEQ Rules & Regulations. This sanitary sewer improvement project will be constructed with the City of College Station performing a technical review as specified in Chapter 3 l 7(a)(3)(A). Therefore, an exception for plan review is being requested for this CDl-202-0316-Ll 8 project and its sanitary sewer improvements. 4 01~(000<& ll ... 1 ... o1 Page I of2 ~:5~ J\C Creek Meadows (Section 4, Phase Two) TCEQ Chap 317 Summary Transmittal Letter October 24, 2007 5. Innovative and/or Nonconforming Technologies: NIA 6. Certification: The plans and specifications which describe the project identified in this letter are in substantial compliance with all the requirements of Chapter 317. 7. Project Scope: The above referenced project will install the following sanitary sewer improvements within the CCN of the City of College Station (CoCS): •!• Approximately 1,264 linear feet of gravity sewer: o 1,659 L.F. of 6" PVC (SDR 26, D3034) & (DIP, Class 250); •!• Applicable manholes, cleanouts, and service leads; If you have any questions regarding this project, please contact Mr. Rabon A. Metcalf, P.E. (Off/Fax: 979.690.0329 or rabon@rmengineer.com). Sincerely, xc: Carol Cotter, E.l.T. Graduate Civil Engineer City of College Station 1101 Texas Avenue South College Station, TX 77840 CDl-202-0316-Ll 8 Page 2 of2 P.O. Box 9253, College Station, TX 77842 Off /Fax: (979) 690-0329 October 24, 2007 Carol Cotter, E.l.T. Graduate Civil Engi.neer City of College Station 1101 Texas Avenue South College Station, TX 77842 RE: Creek Meadows -Section 4, Phase Two Supplemental Fire Flow Analysis No.1 RME No. 202-0316 Carol Cotter: Email: civil@rmengineer.com Please find attached documentation illustrating the proposed water system improvements, for the above referenced project, with the following modifications. Section 1.4 -Existing Water Distribution System: 3. A 2" and 3" PVC water line meanders along the prescriptive right-of-way Royder Road. With the dedication of right-of-way and also acquisition of right-of-way, by Brazos County, these two water lines are funded for replacement by a single 4" water line. Per various phone conversations with Mr. Steven Cast (current manager of Wellborn S.U.D.) the construction of the 4" water line is scheduled to begin no later than October 25, 2007. The attached KYPIPE model analysis this system with the replacement of the 2" and 3" lines with a single 4" water line; In lieu of these modifications Table #2-"Water System Summary" has been revised accordingly and is reported below. Technical report summaries, generated by the KYPIPE program, for each Fire Flow Scenario is attached to this letter. Section 2.5 -Mode/in Results & Conclusions: Fire Flow KYPIPE Scenerio Name P-6 P-31 2 P-3 1 3 P-57 CD 1-202-0316-Ll 9 TABLE#2 WATER SYSTEM SUMMARY PIPE DATE Plan Identifier Pipe Size in Flow Velocity s) DOMESTIC FLOW CONDITION "W4" 6 471.33 5.35 FIRE FLOW CONDITIONS "W13" 6 821.19 9.32 "Wl3" 6 821.19 9.32 "W4" 6 1003.00 11.38 NODE DATA Node Name J-4 FH-2A J-29 J-32 Residual Pressure si) 61.37 34.39 35.48 21.04 Fire Flow Scenarios: 1. 1,000 gpm from FH-2A; 2. 1,000 gpm from FH-3A; 3. 1,000 gpm from FH-4A; Creek Meadows -Section 4, Phase Two Supplemental Fire Flow Analysis No. 1 October 24, 2007 As illustrated the proposed water distribution system adequately serves the proposed subdivision for both domestic and fire flow conditions in accordance with the latest B/CS Unified Design Guideline Manual. Please do not hesitate to call if you have any questions. Sincerely, CD1-202-0316-Ll9 Page2 of2 * * * * * * * * * * * K Y P I P E 4 * * * * * * * * * * * * * * * University of Kentucky Network Modeling Software Copyrighted by KYPIPE LLC Version 3 -11/01/2005 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time: Thu Oct 25 09:30:34 2007 ~ INPUT DATA FILENAME -------------- 03-2 \S4 P2\ENGINE-l\0316WlRA. DT2 TABULATED OUTPUT FILENAME -------- C:\Users\user\RME\Projects\202-~ C:\Users\user\RME\Projects\202- 03-2 \S4 P2\ENGINE-l\0316WlRA. OT2 POST PROCESSOR RESULTS FILENAME C:\Users\user\RME\Projects\202- 03-2\S4P2\ENGINE-l\0316WlRA.RS2 ************************************************ S U M M A R Y 0 F 0 R I G I N A L DAT A ************************************************ U N I T S S P E C I F I E D FLOWRATE ........... . HEAD (HGL) ......... . PRESSURE ........... . p I P E L I N E D AT A STATUS CODE: xx -CLOSED p I p E NODE NAME u gallons/minute feet psig PIPE CV -CHECK VALVE NAMES LENGTH DIAMETER #2 (ft) (in) ROUGHNESS COEFF. MINOR LOSS COEFF. ------------------------------------------------------------------------------- P-1 R-1 J-1 500.00 16.00 139 .4518 0.74 P-10 FH-1 J -4 291. 00 8.00 139 .4518 0.00 P-11 J-7 J-8 162 . 00 3 .00 139.0000 0.00 P-12 J-5 J-9 308.00 6.00 139.0000 6.00 P-13 J-9 FH-2 108 .00 6.00 139 .4518 0.74 P-14 FH-2 FH-4 812.00 6.00 139 .4518 1. 31 P-15 FH-4 J-3 291. 00 8.00 139.4518 0.00 P-16 J-6 J-11 1670.00 16.00 139.4518 0 .00 P-17 J-11 J-12 1320 .00 12.00 139. 4518 0.74 P-18 J-12 J-13 459.00 8 .00 139.4518 1.14 P-19 J-13 FH-7 126.00 8.00 139.4518 6.00 P-2 J-1 J-2 1900.00 16.00 139 .4518 3.57 P-20 J-13 FH-16 338.00 8.00 139.4518 3.57 P-21 J-14 J-10 146.00 3 .00 139.0000 0.00 P-22 J-14 FH-5 68.00 8.00 139.4518 0.40 P-23 FH-5 FH-14 216.00 8.00 139.4518 0.74 P-24 FH-14 J-16 141.00 8 .00 139.4518 0.74 P-25 J-16 FH-6 157.00 8.00 139.4518 0.00 P-26 FH-14 J-17 261. 00 3.00 139.0000 0 .00 ~n• nn 1 ~n l"\l"\l"\I"\ P-28 P-29 P-3 P-30 P-31 P-32 P-33 P-34 P-35 P-36 P-37 P-38 P-39 P-4 P-40 P-41 P-42 P-43 P-44 P-45 P-46 P-47 P-48 P-49 P-5 P-50 P-51 P-52 P-53 P-54 P-55 P-56 P-57 P-58 P-59 P-6 P-7 P-8 P-9 E N D N 0 D E NODE NAME FH-1 FH-10 FH-11 FH-12 FH-13 FH-14 FH-15 FH-16 FH-lA FH-2 FH-2A FH-3 FH-3A FH-4 FH-7 FH-15 J-3 FH-8 FH-15 J-21 J-21 FH-9 FH-13 FH-13 FH-10 FH-10 FH-11 J-3 FH-11 FH-12 J-23 J-12 J-27 J-11 FH-16 FH-11 FH-lA FH-lA J-4 J-19 J-19 FH-lA FH-3A FH-3A FH-3A J-31 J-31 FH-4A FH-4A J-6 J-5 FH-3 J-7 DAT A NODE TITLE FH-15 FH-8 J-2 J-20 J-21 J-22 FH-9 FH-13 J-23 FH-10 J-25 FH-11 J-26 J-4 FH-12 J-28 J-1 J-27 J-23 R-2 J-14 FH-lA J-15 J-19 J-6 J-24 FH-2A FH-3A J-29 J-30 J-31 FH-2A FH-4A J-32 J-34 J -5 FH-3 J-7 FH-1 EXTERNAL DEMAND (gpm) 0.00 0 .00 0.00 0.00 16.50 0.00 13.50 0.00 0.00 0.00 1021.00 0.00 0.00 0.00 400.00 8.00 247.00 6.00 195.00 16.00 176.00 6.00 328 .00 6.00 219.00 3.00 205.00 6 .00 541. 00 8 .00 382 .00 8 .00 602.00 8 .00 136.00 3 .00 341.00 8.00 2 67. 00 3 .00 294.00 16.00 443.00 8.00 145.00 3 .00 2842.00 4.00 1933.00 12.00 1640.00 4. 00 500.00 16 .00 336.00 8 .00 175.00 8 .00 245.00 3.00 322.00 6.00 1207.00 16.00 104.00 3.00 399.00 6.00 473.00 8.00 37 9. 00 3.00 112. 00 8.00 387 .00 6.00 197.20 6.00 387.87 6 .00 99.00 8 .00 275.00 8 .00 118. 00 6.00 151.00 8.00 412.00 8 .00 228.00 8.00 JUNCTION ELEVATI ON (ft) 333.00 308.00 313.00 313 .00 305 .00 315.00 306.00 307 .00 316 .00 333.00 4--316.0 0 326.0 0 320.00 333 .00 139.4518 139.4518 139.4518 139.4518 139.4518 139.0000 139 .4518 139.4518 139.4518 139 .4518 139.0000 139.4518 139.0000 139 .4518 139 .4518 139.0000 139 .0000 139.0000 139 .0000 139.4518 139.4518 139.0000 139.0000 139.0000 139 .4518 139.0000 139.0000 139.0000 139 . 0000 139.0000 139.0000 139.0000 139.0000 139.0000 139.0000 139.4518 139.4518 139.4518 139.4518 EXTERNAL GRADE (ft) 0.74 0 .74 0 . 74 0.00 0. 74 0 .00 0.00 9.91 6.74 9 .74 0.00 0.74 0.00 0 .74 0 .00 0.00 0 .00 0 .00 0.00 0.00 0 .00 0.74 0 .74 0.74 2.24 0.00 0.17 0.17 0 .74 0.57 0.00 0.74 1.14 0 .00 0.74 0 .91 0.40 0.74 0.40 FH-4A 0.00 318 .00 FH-5 0.00 313 .00 FH-6 0 .00 316 .00 FH-7 0 .00 309 .00 FH-8 0 .00 303 .00 FH-9 0 .00 307 .00 J-1 0.00 342 .00 J-2 0 .00 340 .00 J-3 6.00 339.00 J-4 10 .50 339 .00 J-5 16. 50 327.00 J-6 0 .00 328 .00 J-7 7.50 330 .00 J-8 6.00 329 .00 J-9 21. 00 323.00 J-10 10.50 312.00 J-11 0 .00 311. 00 J-12 0.00 305.00 J-13 0.00 307.00 J-14 12 .00 314.00 J-15 15 .00 318 .00 J-16 4.50 315 .00 J-17 10 .50 314. 00 J-18 13 .50 313.00 J-19 15 .00 313. 00 J-20 7 .50 302 .00 J-21 18.00 309.00 J-22 12 .00 310.00 J-23 0.00 305 .00 J-24 4 .50 312 .00 J-25 6.00 304 .00 J-26 18.00 309 .00 J-27 0 .00 295 .00 J-28 36.00 311 .00 J-29 22.50 322.00 J-30 0.00 322 .00 J-31 28.50 318 .00 J-32 3 .00 320.00 J-34 0 .00 318.00 R-1 Wellborn Ele 342.00 497.00 R-2 Flow Test 311. 00 497.00 0 U T P U T 0 P T I 0 N D A T A OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S Y S T E M C 0 N F I G U R A T I 0 N NUMBER OF PIPES ................... (p) 59 NUMBER OF END NODES ............... (j) 53 NUMBER OF PRIMARY LOOPS ........... (1) 5 NUMBER OF SUPPLY NODES ............ (f) 2 NUMBER OF SUPPLY ZONES ............ (z) 1 Case: 0 RESULTS OBTAINED AFTER 8 TRIALS : ACCURACY 0.00001 S I M U L A T I 0 N D E S C R I P T I 0 N (L A B E L) M.D.W. Centre -Phase One P I P E L I N E R E S U L T S STATUS CODE: xx -CLOSED PIPE CV -CHECK VALVE p I P E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ NAME #1 #2 LOSS LOSS VELO . 1000 1000 (gprn) (ft ) (ft) (ft/s) (ft/ft) (ft/ft) ----------------------------------------------------------------------------------------- P-1 R-1 J-1 423.04 0 .06 0.01 0.67 0 .12 0 .11 P-10 J-4 FH-1 37 .74 0.01 0.00 0.24 0.04 0.04 P-11 J-7 J-8 6.00 0 .02 0 .00 0.27 0.15 0.15 P-12 J-5 J-9 2.48 0.00 0 .00 0 .03 0.00 0.00 P-13 FH-2 J-9 18.52 0.00 0 .00 0 .21 0.04 0.04 P-14 FH-4 FH-2 18.52 0.03 0.00 0.21 0 .04 0.04 P-15 J-3 FH-4 18.52 0.00 0 .00 0.12 0 .01 0.01 P-16 J-6 J-11 182.85 0.04 0 .00 0.29 0 .02 0.02 P-17 J-11 J-12 1115. 31 3 .60 0.11 3 .16 2.81 2 .73 P-18 J-12 J-13 893.19 5 .97 0 .58 5.70 14.27 13.01 P-19 J-13 FH-7 842.19 1. 47 2.69 5 .38 33.03 11. 67 P-2 J-1 J-2 250.35 0.08 0.01 0 .40 0.05 0.04 P-20 J-13 FH-16 51 .00 0.02 0 .01 0 .33 0.08 0.06 P-21 J-14 J-10 10.50 0.06 0 .00 0 .48 0 .41 0 .41 P-22 J-14 FH-5 28.50 0.00 0.00 0.18 0 .03 0.02 P-23 FH-5 FH-14 28.50 0.00 0.00 0.18 0 .02 0.02 P-24 FH-14 J-16 18.00 0.00 0.00 0.11 0.01 0.01 P-25 J-16 FH-6 0.00 0 .00 0.00 0.00 0 .00 0 .00 P-26 FH-14 J-17 10.50 0.11 0 .00 0 .48 0.41 0.41 P-27 J-16 J-18 13.50 0.20 0.00 0 .61 0 .66 0.66 P-28 FH-7 FH-15 842.19 4 .67 0 .33 5 .38 12.50 11. 67 P-29 FH-15 FH-8 7.50 0 .00 0 .00 0.09 0.01 0 .01 P-3 J-2 J-3 250.35 0 .01 0 .00 0.40 0 .05 0 .04 P-30 FH-8 J-20 7 .50 0.00 0 .00 0 .09 0.01 0.01 +--P-31 FH-15 J-21 821 .19 14 .83 1. 00 9 .32 48.25 45.21 P-32 J-21 J-22 12.00 0.12 0.00 0.54 0 .53 0.53 P-33 J-21 FH-9 791.19 8. 65 0 .00 8 .98 42.20 42 .20 P-34 FH-9 FH-13 791.19 5.62 3.92 5.05 17.65 10.40 P-35 J-23 FH-13 394 .81 1.10 0 .66 2 .52 4 .61 2 .87 P-36 FH-13 FH-10 1169.50 12.91 8 .43 7.46 35 . 43 21. 44 P-37 FH-10 J-25 6.00 0 .02 0 .00 0 .27 0.15 0.15 P-38 FH-10 FH-11 1163.50 7 .24 0.63 7 .43 23.09 21. 23 P-39 FH-11 J-26 18.00 0 .30 0 .00 0 .82 1.12 1.12 P-4 J-3 J-4 225.83 0 .01 0.00 0.36 0 .04 0.03 P-40 FH-11 FH-12 36.00 0.02 0.00 0 .23 0.03 0.03 P-41 FH-12 J-28 36.00 0 .59 0.00 1. 63 4 .06 4 .06 P-42 J-1 J-23 172 . 69 51 .87 0.00 4 .41 18.25 18 .25 P-43 J-12 J-27 222.12 0.27 0.00 0 .63 0 .14 0.14 P-44 J-27 J-23 222.12 47 . 71 0.00 5. 67 29.09 29 .09 P-45 R-2 J-11 932 .46 0.24 0 .00 1. 49 0.48 0 .48 P-46 FH-16 J-14 51. 00 0.02 0.00 0.33 0 .06 0.06 P-47 FH-11 FH-lA 1109.50 3.42 0 .58 7.08 22.85 19.56 P-48 FH-lA J-15 15.00 0 .20 0 .01 0 .68 0.82 0.80 P-49 FH-lA J-19 533 .88 6.60 0 .42 6 .06 21. 80 20.49 P-5 J-4 J-6 177 .59 0 .03 0 .00 0 .28 0 .02 0.02 P-50 J-19 J-24 4.50 0.01 0.00 0.20 0.09 0.09 P-51 J-19 FH-2A 514. 38 7.63 0 .09 5.84 19.35 19.13 P-52 FH-lA FH-3A 560.62 2.61 0.03 3.58 5.60 5.53 P-53 FH-3A J-29 22.50 0.64 0.01 1.02 1. 73 1. 70 P-54 FH-3A J-30 0.00 0.00 0.00 0.00 0 .00 0.00 P-55 FH-3A J-31 538.12 8.05 0 .00 6.11 20.79 20.79 P-56 J-31 FH-2A 506.62 3. 67 0.38 5.75 20.52 18.59 P-57 J-31 FH-4A 3.00 0.00 0.00 0.03 0.00 0.00 P-58 FH-4A J-32 3.00 0.00 0.00 0.02 0 .00 0.00 P-59 FH-4A J-34 0.00 0.00 0 .00 0.00 0.00 0.00 P-6 J-5 J-6 5.26 0.00 0.00 0.06 0 .00 0 .00 P-7 FH-3 J-5 24.24 0.00 0.00 0 .15 0.02 0.02 P-8 J-7 FH-3 24.24 0 .01 0.00 0.15 0.02 0.02 P-9 FH-1 J-7 37.74 0.01 0.00 0.24 0.04 0.04 E N D N 0 D E R E S U L T s NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) ------------------------------------------------------------------------------ FH-1 0.00 496.82 333 .00 163.82 70.99 FH-10 0.00 421. 98 308.00 113. 98 49.39 FH-11 0.00 414 .10 313.00 101.10 43.81 FH-12 0.00 414.09 313 .00 101. 09 43.81 FH-13 16.50 443.31 305.00 138.31 59.93 FH-14 0.00 486.44 315 .00 171. 44 74.29 FH-15 13.50 477.34 306.00 171. 34 74.25 FH-16 0.00 486.47 307.00 179.47 77.77 FH-lA 0 .00 410.11 316.00 94 .11 40.78 FH-2 0.00 496.80 333.00 163.80 70.98 ~ FH-2A 1021.00 395.37 316.00 79.37 34.39 FH-3 0.00 496.80 326.00 170.80 74.01 FH-3A 0.00 407.46 320.00 87.46 37.90 FH-4 0.00 496.84 333.00 163.84 71. 00 FH-4A 0.00 399.41 318.00 81. 41 35.28 FH-5 0.00 486.45 313.00 173.45 75.16 FH-6 0.00 486 .44 316.00 170.44 73.86 FH-7 0 .00 482 .34 309.00 173.34 75.11 FH-8 0.00 477.33 303.00 174.33 75.54 FH-9 0.00 452.86 307.00 145.86 63.21 J-1 0.00 496 .94 342.00 154.94 67.14 J-2 0.00 496.85 340.00 156.85 67. 97 J-3 6.00 496.84 339.00 157.84 68.40 J-4 10.50 496. 83 339.00 157.83 68.39 J-5 16.50 496.80 327.00 169.80 73.58 J-6 0.00 496.80 328.00 168.80 73.15 J-7 7.50 496.81 330.00 166.81 72 .28 J-8 6.00 496.78 329.00 167.78 72. 71 J-9 21.00 496.80 323.00 173.80 75.31 J-10 10.50 486.39 312.00 174.39 75.57 J-11 0.00 496.76 311. 00 185.76 80.50 J-12 0.00 493.05 305.00 188.05 81. 49 J-13 0.00 486.50 307.00 179.50 77.78 J-14 12.00 486.45 314. 00 172. 45 74.73 J-15 15 .00 409.90 318 .00 91.90 39.82 J-16 4.50 486.44 315 .00 171. 44 74.29 J-17 10.50 486.33 314. 00 172. 33 74.68 J-18 13 .50 486.24 313.00 173.24 75.07 J-19 15.00 403.09 313.00 90.09 39.04 J-20 7.50 477.33 302.00 175.33 75.98 J-21 18.00 461. 51 309.00 J-22 12.00 461. 39 310.00 J-23 0.00 445.07 305.00 J-24 4.50 403.08 312.00 J-25 6.00 421.96 304.00 J-26 18 .00 413.80 309.00 J-27 0.00 492.78 295.00 J-28 36.00 413.50 311. 00 J-29 22.50 406.80 322.00 J-30 0.00 407.46 322.00 J-31 28.50 399.41 318.00 J-32 3 .00 399.41 320.00 J-34 0.00 399.41 318.00 R-1 Wellborn Ele 497.00 342.00 R-2 Flow Test 497.00 311. 00 S U M M A R Y 0 F I N F L 0 W S A N D 0 U T F L 0 W S (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NET NET NET NODE NAME R-1 R-2 SYSTEM SYSTEM SYSTEM INFLOW OUTFLOW DEMAND FLOWRATE (gpm) 423.04 932.46 1355.50 0.00 1355.50 NODE TITLE Wellborn Ele Flow Test ***** HYDRAULIC ANALYSIS COMPLETED ***** 152.51 66.09 151. 39 65.60 140.07 60.70 91. 08 39.47 117. 96 51.12 104.80 45.42 197.78 85.70 102.50 44.42 84.80 36.75 85.46 37.03 81. 41 35.28 79.41 34.41 81. 41 35.28 155.00 67.17 186.00 80.60 * * * * * * * * * * * * * * University * * K y p of Kentucky Copyrighted Version 3 I P E 4 * * * * * * * * * * * Network Modeling Software * * by KYPIPE LLC * -11/01/2005 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time: Thu Oct 25 09:27:21 2007 INPUT DATA FILENAME C:\Users\user\RME\Projects\202- 03-2\S4P2\ENGINE-1\0316WlRA.DT2 TABULATED OUTPUT FILENAME --------C:\Users\user\RME\Projects\202- 03-2 \S4 P2\ENGINE-1\0316W1RA. OT2 POST PROCESSOR RESULTS FILENAME C:\Users\user\RME\Projects\202- 03-2\S4P2\ENGINE-1\0316WlRA.RS2 ************************************************ SUMMARY 0 F 0 R I G I N A L DAT A ************************************************ U N I T S S P E C I F I E D FLOWRATE ........... . HEAD (HGL) ......... . PRESSURE ........... . p I P E L I N E D AT A STATUS CODE: xx -CLOSED p I p E NODE NAME #1 gallons/minute feet psig PIPE CV -CHECK VALVE NAMES LENGTH DIAMETER #2 (ft) (in) ROUGHNESS COEFF . MINOR LOSS COEFF. ------------------------------------------------------------------------------- P-1 R-1 J-1 500.00 16 .00 139.4518 0 .74 P-10 FH-1 J-4 291. 00 8.00 139.4518 0.00 P-11 J-7 J-8 162 .00 3.00 139.0000 0.00 P-12 J-5 J-9 308.00 6.00 139 .0000 6 .00 P-13 J-9 FH-2 108. 00 6.00 139.4518 0.74 P-14 FH-2 FH-4 812 .00 6 .00 139.4518 1. 31 P-15 FH-4 J-3 291. 00 8 .00 139.4518 0.00 P-16 J-6 J -11 1670.00 16.00 139.4518 0.00 P-17 J-11 J-12 1320 .00 12.00 139.4518 0.74 P-18 J-12 J-13 459 .00 8 .00 139.4518 1.14 P-19 J-13 FH-7 126.00 8.00 139.4518 6.00 P-2 J-1 J-2 1900.00 16.00 139.4518 3 .57 P-20 J-13 FH-16 338 .00 8.00 139.4518 3 .57 P-21 J-14 J-10 146.00 3.00 139.0000 0.00 P-22 J-14 FH-5 68.00 8.00 139 .4518 0 .40 P-23 FH-5 FH-14 216.00 8 .00 139 .4518 0.74 P-24 FH-14 J-16 141. 00 8 .00 139.4518 0.74 P-25 J-16 FH-6 157.00 8.00 139.4518 0.00 P-26 FH-14 J-17 261. OD 3.00 139 .0000 0.00 P-27 J-16 J-18 304.00 3.00 139.0000 0.00 0 -~ < z ~ P-28 P-29 P-3 P-30 P-31 P-32 P-33 P-34 P-35 P-36 P-37 P-38 P-39 P-4 P-40 P-41 P-42 P-43 P-44 P-45 P-46 P-47 P-48 P-49 P-5 P-50 P-51 P-52 P-53 P-54 P-55 P-56 P-57 P-58 P-59 P-6 P-7 P-8 P-9 E N D N 0 D E NODE NAME FH-1 FH-10 FH-11 FH-12 FH-13 FH-14 FH-15 FH-16 FH-lA FH-2 FH-2A FH-3 FH-3A FH-4 FH-7 FH-15 J-3 FH-8 FH-15 J-21 J-21 FH-9 FH-13 FH-13 FH-10 FH-10 FH-11 J-3 FH-11 FH-12 J-23 J-12 J-27 J-11 FH-16 FH-11 FH-lA FH-lA J-4 J-19 J-19 FH-lA FH-3A FH-3A FH-3A J-31 J-31 FH-4A FH-4A J-6 J-5 FH-3 J-7 DAT A NODE TITLE FH-15 FH-8 J-2 J-20 J-21 J-22 FH-9 FH-13 J-23 FH-10 J-25 FH-11 J-26 J-4 FH-12 J-28 J-1 J-27 J-23 R-2 J-14 FH-lA J-15 J-19 J-6 J-24 FH-2A FH-3A J-29 J-30 J-31 FH-2A FH-4A J-32 J-34 J-5 FH-3 J-7 FH-1 EXTERNAL DEMAND (gpm) 0 .00 0 .00 0 .00 0 .00 16.50 0.00 13 .50 0.00 0.00 0.00 21. 00 0.00 1000.00 0.00 400.00 8.00 247.00 6 .00 195.00 16.00 176.00 6.00 328.00 6.00 219.00 3.00 205.00 6.00 541. 00 8 .00 382.00 8.00 602 .00 8 .00 136.00 3 .00 341.00 8.00 267.00 3 .00 294.00 16.00 443 .00 8.00 145.00 3.00 2842.00 4.00 1933.00 12.00 1640 .00 4.00 500 .00 16 .00 336.00 8.00 175.00 8.00 245.00 3.00 322.00 6.00 1207.00 16.00 104.00 3.00 399.00 6.00 473.00 8.00 379.00 3 .00 112.00 8 .00 387.00 6.00 197.20 6.00 387.87 6.00 99.00 8.00 275.00 8.00 118. 00 6.00 151.00 8.00 412 .00 8 .00 228.00 8.00 JUNCTION ELEVATION (ft) 333 .00 308 .00 313.00 313.00 305 .00 315 .00 306.00 307.00 316.00 333.00 316.00 326.00 320.00 ~ 333.00 139 .4518 139 .4518 139.4518 139.4518 139 .4518 139.0000 139.4518 139.4518 139.4518 139.4518 139.0000 139.4518 139.0000 139.4518 139.4518 139. 0000 139 . 0000 139. 0000 139.0000 139.4518 139.4518 139.0000 139 .0000 139.0000 139.4518 139.0000 139.0000 139.0000 139.0000 139.0000 139 .0000 139 .0000 139 .0000 139.0000 139.0000 139.4518 139.4518 139.4518 139.4518 EXTERNAL GRADE (ft) - 0 .74 0 .74 0.74 0.00 0.74 0 .00 0 .00 9 .91 6.74 9.74 0 .00 0.74 0.00 0.74 0.00 0.00 0.00 0 .00 0.00 0.00 0.00 0.74 0 .74 0 .74 2.24 0.00 0.17 0.17 0.74 0 .57 0 .00 0.74 1.14 0.00 0 .74 0.91 0.40 0.74 0.40 FH-4A 0 .00 318.00 FH-5 0.00 313.00 FH-6 0.00 316.00 FH-7 0.00 309.00 FH-8 0.00 303.00 FH-9 0.00 307.00 J-1 0.00 342.00 J-2 0 .00 340.00 J-3 6.00 339.00 J-4 10.50 339.00 J-5 16.50 327.00 J-6 0.00 328.00 J-7 7 .50 330.00 J-8 6.00 329.00 J-9 21. 00 323.00 J-10 10.50 312.00 J-11 0.00 311. 00 J-12 0.00 305.00 J-13 0.00 307.00 J-14 12.00 314.00 J-15 15.00 318.00 J-16 4.50 315.00 J-17 10.50 314 .00 J-18 13.50 313.00 J-19 15.00 313.00 J-20 7 .50 302.00 J-21 18.00 309.00 J-22 12.00 310.00 J-23 0.00 305.00 J-24 4.50 312.00 J-25 6.00 304.00 J-26 18.00 309.00 J-27 0.00 295.00 J-28 36.00 311. 00 J-29 22.50 322.00 J-30 0 .00 322 .00 J-31 28 .50 318.00 J-32 3.00 320.00 J-34 0.00 318.00 R-1 Wellborn Ele 342 .00 497.00 R-2 Flow Test 311. 00 497.00 0 U T P U T 0 P T I 0 N DAT A OUTPUT SELECTION: ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S Y S T E M C 0 N F I G U R A T I 0 N NUMBER OF PIPES ................... (p) 59 NUMBER OF END NODES ............... (j) 53 NUMBER OF PRIMARY LOOPS ........... (1) 5 NUMBER OF SUPPLY NODES ............ (f) 2 NUMBER OF SUPPLY ZONES ............ (z) 1 Case: 0 RESULTS OBTAINED AFTER 8 TRIALS: ACCURACY 0 .00001 S I M U L A T I 0 N D E S C R I P T I 0 N (L A B E L) M.D.W . Centre -Phase One P I P E L I N E R E S U L T S STATUS CODE: xx -CLOSED PIPE CV -CHECK VALVE P I P E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ NAME #1 #2 LOSS LOSS VELO . 1000 1000 (gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft) ----------------------------------------------------------------------------------------- P-1 R-1 J-1 423.03 0 .06 0.01 0.67 0.12 0.11 P-10 J-4 FH-1 37 .74 0 .01 0.00 0.24 0.04 0.04 P-11 J-7 J-8 6 .00 0 .02 0.00 0 .27 0 .15 0.15 P-12 J-5 J-9 2.48 0 .00 0 .00 0.03 0.00 0.00 P-13 FH-2 J-9 18.52 0.00 0 .00 0.21 0.04 0.04 P-14 FH-4 FH-2 18.52 0 .03 0.00 0.21 0 .04 0 .04 P-15 J-3 FH-4 18 .52 0.00 0 .00 0.12 0.01 0 .01 P-16 J-6 J-11 182 .85 0 .04 0 .00 0.29 0 .02 0 .02 P-17 J-11 J-12 1115.31 3 .60 0.11 3.16 2 .81 2.73 P-18 J-12 J-13 893 .19 5 .97 0 .58 5.70 14.27 13.01 P-19 J-13 FH-7 842 .19 1. 47 2.69 5.38 33.03 11 . 67 P-2 J-1 J-2 250 .35 0.08 0.01 0.40 0.05 0 .04 P-20 J-13 FH-16 51 .00 0.02 0 .01 0 .33 0 .08 0.06 P-21 J-14 J-10 10.50 0.0 6 0.00 0.48 0.41 0.41 P-22 J-14 FH-5 28.50 0.00 0.00 0 .18 0 .03 0.02 P-23 FH-5 FH-14 28 .50 0.00 0.00 0.18 0.02 0.02 P-24 FH-14 J-16 18.00 0 .00 0.00 0 .11 0.01 0.01 P-25 J-16 FH-6 0 .00 0 .00 0.00 0.00 0 .00 0.00 P-26 FH-14 J-17 10 .50 0 .11 0.00 0 .48 0.41 0 .41 P-27 J-16 J-18 13.50 0 .20 0 .00 0 .61 0.66 0.66 P-28 FH-7 FH-15 842 .19 4 .67 0.33 5 .38 12.50 11. 67 P-29 FH-15 FH-8 7.50 0 .00 0.00 0 .09 0.01 0.01 P-3 J-2 J-3 250.35 0 .01 0 .00 0.40 0 .05 0 .04 P-30 FH-8 J-20 7.50 0.00 0.00 0 .09 0.01 0 .01 P-31 FH-15 J-21 821.19 14 .83 1. 00 9 .32 48 .25 45.21 ~ P-32 J-21 J-22 12.0 0 0 .12 0 .00 0 .54 0.53 0.53 P-33 J-21 FH-9 791.19 8.65 0 .00 8.98 42 .20 42.20 P-34 FH-9 FH-13 791.19 5.62 3 .92 5 .05 17.65 10. 40 P-35 J-23 FH-13 394 .81 1.10 0 .66 2.52 4.61 2.87 P-36 FH-13 FH-10 1169 . 50 12.91 8 .43 7 .46 35 .43 21. 44 P-37 FH-10 J-25 6.00 0.02 0.00 0.27 0.15 0.15 P-38 FH-10 FH-11 1163. 5 0 7 .24 0. 63 7.43 23 .09 21. 23 P-39 FH-11 J-26 18 .00 0 .30 0 .00 0.82 1.12 1.12 P-4 J-3 J-4 225.83 0.01 0 .00 0 .36 0 .04 0.03 P-40 FH-11 FH-12 36.00 0 .02 0.00 0 .23 0.03 0.03 P-41 FH-12 J-28 36 .0 0 0 .59 0 .00 1. 63 4.06 4.06 P-42 J-1 J-23 172. 69 51. 87 0.00 4.41 18.25 18.25 P-43 J-12 J-27 222.12 0.27 0 .00 0.63 0.14 0.14 P-44 J-27 J-23 222.12 47. 71 0 .00 5 .67 29.09 29 .09 P-45 R-2 J-11 932.47 0 .24 0.00 1. 49 0.48 0.48 P-46 FH-16 J-14 51 .00 0.02 0 .00 0.33 0 .06 0.06 P-47 FH-11 FH-lA 1109 .50 3.42 0.58 7 .08 22.85 19.56 P-48 FH-lA J-15 15.00 0.20 0.01 0 .68 0 .82 0 .80 P-49 FH-lA J-19 256.74 1. 70 0 .10 2 .91 5.58 5.28 P-5 J-4 J-6 177 .59 0.03 0.00 0.28 0.02 0.02 P-50 J-19 J-24 4 .50 0 .01 0 .00 0.20 0.09 0.09 P-51 J-19 FH-2A 237.24 1. 82 0.02 2.69 4.61 4 .56 P-52 FH-lA FH-3A 837.76 5 .50 0.08 5.35 11. 79 11 . 63 P-53 FH-3A J-29 22.50 0 . 64 0 .01 1. 02 1. 73 1. 70 P-54 FH-3A J-30 0 .00 0.00 0.00 0.00 0.00 0.00 P-55 J-31 FH-3A 184.74 1.11 0.00 2.10 2.87 2.87 P-56 FH-2A J-31 216.24 0.76 0.07 2 .45 4 .19 3.84 P-57 J-31 FH-4A 3.00 0.00 0.00 0 .03 0.00 0.00 P-58 FH-4A J-32 3.00 0.00 0.00 0.02 0.00 0.00 P-59 FH-4A J-34 0.00 0.00 0.00 0 .00 0.00 0.00 P-6 J-5 J-6 5. 26 0.00 0.00 0.06 0 .00 0.00 P-7 FH-3 J-5 24 .24 0 .00 0.00 0.15 0.02 0.02 P-8 J-7 FH-3 24.24 0.01 0 .00 0 .15 0.02 0.02 P-9 FH-1 J-7 37.74 0 .01 0.00 0.24 0.04 0 .04 E N D N 0 D E R E S U L T s NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE (gpm) (ft) (ft) (ft) (psi) ------------------------------------------------------------------------------ FH-1 0.00 496.82 333.00 163 .82 70.99 FH-10 0.00 421. 98 308 .00 113 . 98 49.39 FH-11 0 .00 414 .10 313.00 101.10 43.81 FH-12 0.00 414 .09 313.00 101. 09 43 .81 FH-13 16.50 443.31 305.00 138 .31 59.93 FH-14 0.00 486.44 315.00 171. 44 74.29 FH-15 13 .50 477 .34 306.00 171. 34 74.25 FH-16 0 .00 486.47 307 .00 179.47 77.77 FH-lA 0.00 410.11 316.00 94 .11 40.78 FH-2 0.00 496.80 333 .00 163.80 70.98 FH-2A 21.00 406 .47 316.00 90.47 39.20 FH-3 0.00 496 .80 326.00 170.80 74.01 FH-3A 1000.00 404.53 320.00 84.53 36.63 FH-4 0.00 496.84 333.00 163.84 71. 00 FH-4A 0.00 405.64 318.00 87.64 37.98 FH-5 0 .00 486. 45 313.00 173.45 75.16 FH-6 0 .00 486. 44 316.00 170.44 73.86 FH-7 0 .00 482.34 309.00 173.34 75.11 FH-8 0.00 477.33 303.00 174.33 75.54 FH-9 0.00 452 .86 307 .00 145.86 63.21 J-1 0.00 496 .94 342.00 154.94 67 .14 J-2 0 .00 496.85 340.00 156.85 67.97 J-3 6 .00 496 .84 339.00 157.84 68 .40 J-4 10 .50 496 .83 339.00 157.83 68.39 J-5 16.50 496 .80 327 .00 169.80 73.58 J-6 0.00 496 .80 328 .00 168.80 73.15 J-7 7.50 496.81 330.00 166.81 72.28 J-8 6.00 496.78 329.00 167.78 72. 71 J-9 21. 00 496.80 323.00 173.80 75.31 J-10 10.50 486.39 312.00 174.39 75.57 J-11 0.00 496.76 311. 00 185.76 80.50 J-12 0.00 493.05 305 .00 188 .05 81. 49 J-13 0 .00 486.50 307.00 179.50 77.78 J-14 12.00 486 .45 314.00 172. 45 74.73 J-15 15.00 409 .90 318.00 91. 90 39.82 J-16 4 .50 486 .44 315.00 171.44 74.29 J-17 10.50 486.33 314.00 172. 33 74.68 J-18 13.50 486.24 313.00 173 .24 75.07 J-19 15.00 408.31 313 .00 95.31 41. 30 J-20 7.50 477 .33 302.00 175.33 75.98 J-21 18.00 461. 51 309.00 J-22 12.00 461. 39 310.00 J-23 0.00 445 .07 305.00 J-24 4.50 408 .30 312.00 J-25 6.00 421.96 304.00 J-26 18.00 413.80 309.00 J-27 0.00 492.78 295.00 J-28 36.00 413.50 311. 00 J-29 22.50 403 .87 322.00 J-30 0.00 404.53 322.00 J-31 28.50 405.64 318.00 J-32 3.00 405.64 320.00 J-34 0.00 405.64 318.00 R-1 Wellborn Ele 497.00 342.00 R-2 Flow Test 497.00 311 . 00 S U M M A R Y 0 F I N F L 0 W S A N D 0 U T F L 0 W S (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NET NET NET NODE NAME R-1 R-2 SYSTEM INFLOW FLOWRATE (gpm) 423.03 932.47 = 1355.50 SYSTEM OUTFLOW = 0.00 SYSTEM DEMAND = 1355.50 NODE TITLE Wellborn Ele Flow Test ***** HYDRAULIC ANALYSIS COMPLETED ***** 152.51 66.09 151.39 65.60 140. 07 60.70 96.30 41.73 117. 96 104.80 197.78 102.50 81. 87 82.53 87.64 85.64 87.64 155.00 186.00 * * * * * * * * * * * * * * * * K Y P I P E 4 * * * * * * * * * * * University of Kentucky Network Modeling Software Copyrighted by KYPIPE LLC Version 3 -11/01/2005 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Date & Time: Tue Oct 23 08:22:27 2007 INPUT DATA FILENAME --------------C:\Users\user\RME\Projects\202- 03-2\S4P2\ENGINE-l\0316WlRA.DT2 TABULATED OUTPUT FILENAME --------C:\Users\user\RME\Projects\202- 03-2\S4P2\ENGINE-l\0316WlRA.OT2 POSTPROCESSOR RESULTS FILENAME C:\Users\user\RME\Projects\202- 03-2\S4P2\ENGINE-l\0316WlRA.RS2 ************************************************ S U M M A R Y 0 F 0 R I G I N A L D A T A ************************************************ u N I T S S P E C I F I E D FLOWRATE ............. gallons/minute HEAD (HGL) ............. feet PRESSURE ................. psig p I P E L I N E D AT A STATUS CODE: xx -CLOSED PIPE CV -CHECK VALVE p I p E NODE NAMES LENGTH DIAMETER ROUGHNESS N A M E #1 #2 (ft) (in) COEFF. MINOR LOSS COEFF. ------------------------------------------------------------------------------- P-1 R-1 J-1 500.00 16.00 139.4518 0.74 P-10 FH-1 J-4 291.00 8.00 139.4518 0.00 P-11 J-7 J-8 162.00 3.00 139.0000 0.00 P-12 J-5 J-9 308.00 6.00 139.0000 6.00 P-13 J-9 FH-2 108.00 6.00 139.4518 0.74 P-14 FH-2 FH-4 812.00 6.00 139.4518 1. 31 P-15 FH-4 J-3 291.00 8.00 139.4518 0.00 P-16 J-6 J-11 1670.00 16.00 139 .4518 0.00 P-17 J-11 J-12 1320.00 12 .00 139 .4518 0 .74 P-18 J-12 J-13 459.00 8.00 139.4518 1.14 P-19 J-13 FH-7 126.00 8.00 139. 4518 6.00 P-2 J-1 J-2 1900.00 16.00 139.4518 3.57 P-20 J-13 FH-16 338.00 8.00 139.4518 3.57 P-21 J-14 J-10 146.00 3 .00 139.0000 0.00 P-22 J-14 FH-5 68.00 8.00 139.4518 0.40 P-23 FH-5 FH-14 216.00 8 .00 139.4518 0.74 P-24 FH-14 J-16 141.00 8.00 139.4518 0.74 P-25 J-16 FH-6 157.00 8.00 139.4518 0.00 P-26 FH-14 J-17 261.00 3.00 139.0000 0.00 P-27 J-16 J-18 304.00 3.00 139.0000 0 .00 P-28 FH-7 FH-15 400.00 8.00 139.4518 0.74 P-29 FH-15 FH-8 247.00 6.00 139.4518 0.74 P-3 J-3 J-2 195.00 16.00 139.4518 0.74 P-30 FH-8 J-20 176.00 6.00 139.4518 0 .00 P-31 FH-15 J-21 328.00 6.00 139.4518 0.74 P-32 J-21 J-22 219.00 3.00 139.0000 0 .00 P-33 J-21 FH-9 205.00 6.00 139.4518 0.00 P-34 FH-9 FH-13 541.00 8.00 139.4518 9.91 P-35 FH-13 J-23 382.00 8.00 139.4518 6.74 P-36 FH-13 FH-10 602.00 8.00 139 .4518 9.74 P-37 FH-10 J-25 136.00 3.00 139 .0000 0.00 P-38 FH-10 FH-11 341.00 8.00 139.4518 0.74 P-39 FH-11 J-26 267. 00 3.00 139 .0000 0.00 P-4 J-3 J-4 294 .00 16.00 139.4518 0.74 P-40 FH-11 FH-12 443.00 8.00 139.4518 0.00 P-41 FH-12 J-28 145.00 3 .00 139.0000 0.00 P-42 J-23 J-1 2842.00 4.00 139 .0000 0 .00 P-43 J-12 J-27 1933.00 12.00 139.0000 0.00 P-44 J-27 J-23 1640.00 4.00 139.0000 0.00 P-45 J-11 R-2 500.00 16.00 139.4518 0.00 P-46 FH-16 J-14 336.00 8.00 139 . 4518 0.00 P-47 FH-11 FH-lA 175.00 8.00 139.0000 0.74 P-48 FH-lA J-15 245.00 3.00 139.0000 0.74 P-49 FH-lA J-19 322.00 6.00 139.0000 0.74 P-5 J-4 J-6 1207.00 16.00 139.4518 2.24 P-50 J-19 J-24 104.00 3.00 139 .0000 0.00 P-51 J-19 FH-2A 399.00 6.00 139.0000 0.17 P-52 FH-lA FH-3A 473.00 8.00 139.0000 0.17 P-53 FH-3A J-29 379.00 3.00 139.0000 0.74 P-54 FH-3A J-30 112 .00 8.00 139.0000 0.57 P-55 FH-3A J-31 387.00 6.00 139.0000 0 .00 P-56 J-31 FH-2A 197.20 6.00 139.0000 0.74 P-57 J-31 FH-4A 387.87 6.00 139.0000 1.14 P-58 FH-4A J-32 99 .00 8.00 139 .0000 0.00 P-59 FH-4A J-34 275.00 8 .00 139.0000 0.74 P-6 J-6 J-5 118.00 6.00 139.4518 0 .91 P-7 J-5 FH-3 151.00 8.00 139.4518 0. 40 P-8 FH-3 J-7 412.00 8.00 139.4518 0.74 P-9 J-7 FH-1 228.00 8 .00 139.4518 0.40 EN D N 0 D E D A T A NODE NODE EXTERNAL JUNCTION EXTERNAL NAME TITLE DEMAND ELEVATION GRADE (gpm) (ft) (ft) -------------------------------------------------------------- FH-1 0.00 333.00 FH-10 0 .00 308.00 FH-11 0.00 313.00 FH-12 0.00 313.00 FH-13 16.50 305.00 FH-14 0.00 315.00 FH-15 13.50 306.00 FH-16 0 .00 307.00 FH-lA 0.00 316.00 FH-2 0 .00 333.00 FH-2A 21.00 316.00 FH-3 0.00 326.00 FH-3A 0 .00 320.00 FH-4 0.00 333. 00 '=::--- FH-4A 1000.00 318.00 FH-5 0 .00 313.00 FH-6 0 .00 316.00 FH-7 0 .00 309.00 FH-8 0.00 303.00 FH-9 0 .00 307 .00 J-1 0.00 342.00 J-2 0.00 340.00 J-3 6.00 339.00 J-4 10.50 339 .00 J-5 16.50 327.00 J-6 0.00 328.00 J-7 7.50 330 .00 J-8 6.00 329.00 J-9 21.00 323.00 J-10 10.50 312.00 J-11 0.00 311. 00 J-12 0.00 305.00 J-13 0 .00 307.00 J-14 12.00 314 .00 J-15 15.00 318 .00 J-16 4.50 315.00 J-17 10.50 314 .00 J-18 13.50 313.00 J-19 15.00 313.00 J-20 7.50 302.00 J-21 18.00 309.00 J-22 12.00 310.00 J-23 0.00 305.00 J-24 4.50 312.00 J-25 6.00 304.00 J-26 18.00 309.00 J-27 0.00 295.00 J-28 36.00 311. 00 J-29 22 .50 322.00 J-30 0.00 322.00 J-31 28.50 318.00 J-32 3.00 320.00 J-34 0.00 318.00 R-1 Wellborn Ele 342.00 497.00 R-2 Flow Test 311. 00 497.00 0 0 T P 0 T 0 P T I 0 N D A T A OOTPUT SELECTION : ALL RESULTS ARE INCLUDED IN THE TABULATED OUTPUT S Y S T E M C 0 N F I G U R A T I 0 N NUMBER OF PIPES ................... (p) 59 NUMBER OF END NODES .....•......•.. (j) 53 NUMBER OF PRIMARY LOOPS ........... (1) 5 NUMBER OF SUPPLY NODES ............ (f) 2 NUMBER OF SOPPLY ZONES ............ (z) 1 Case: 0 RESULTS OBTAINED AFTER 8 TRIALS : ACCURACY 0.00001 S I M U L A T I 0 N D E S C R I P T I 0 N (L A B E L) M.D.W. Centre -Phase One p I P E L I N E R E s U L T s STATUS CODE: xx -CLOSED PIPE CV -CHECK VALVE p I p E NODE NUMBERS FLOWRATE HEAD MINOR LINE HL+ML/ HL/ N AME #1 #2 LOSS LOSS VELO. 1000 1000 (gpm) (ft) (ft) (ft/s) (ft/ft) (ft/ft) ----------------------------------------------------------------------------------------- P-1 R-1 J-1 423 .03 0.06 0.01 0.67 0.12 0.11 P-10 J-4 FH-1 37.74 0.01 0.00 0.24 0.04 0.04 P-11 J-7 J-8 6.00 0.02 0.00 0.27 0.15 0.15 P-12 J-5 J-9 2.48 0.00 0.00 0.03 0.00 0.00 P-13 FH-2 J-9 18.52 0.00 0.00 0.21 0.04 0.04 P-14 FH-4 FH-2 18.52 0.03 0.00 0.21 0.04 0.04 P-15 J-3 FH-4 18.52 0.00 0.00 0.12 0.01 0 .01 P-16 J-6 J-11 182.85 0.04 0.00 0.29 0.02 0.02 P-17 J-11 J-12 1115 .31 3.60 0.11 3.16 2.81 2.73 P-18 J-12 J-13 893.19 5.97 0.58 5.70 14.27 13.01 P-19 J-13 FH-7 842.19 1. 47 2.69 5.38 33.03 11. 67 P-2 J-1 J-2 250.35 0.08 0.01 0. 40 0.05 0.04 P-20 J-13 FH-16 51. 00 0.02 0.01 0.33 0.08 0.06 P-21 J-14 J-10 10.50 0.06 0.00 0.48 0.41 0.41 P-22 J-14 FH-5 28.50 0.00 0.00 0.18 0.03 0.02 P-23 FH-5 FH-14 28.50 0.00 0.00 0.18 0.02 0.02 P-24 FH-14 J-16 18.00 0.00 0.00 0.11 0.01 0.01 P-25 J-16 FH-6 0.00 0.00 0.00 0.00 0.00 0.00 P-26 FH-14 J-17 10.50 0.11 0.00 0.48 0.41 0.41 P-27 J-16 J-18 13.50 0.20 0.00 0.61 0.66 0.66 P-28 FH-7 FH-15 842.19 4.67 0.33 5.38 12.50 11. 67 P-29 FH-15 FH-8 7.50 0.00 0.00 0.09 0.01 0.01 P-3 J-2 J-3 250.35 0.01 0.00 0.40 0.05 0.04 P-30 FH-8 J-20 7.50 0.00 0.00 0.09 0.01 0.01 P-31 FH-15 J-21 821.19 14.83 1.00 9.32 48.25 45.21 P-32 J-21 J-22 12.00 0.12 0.00 0.54 0.53 0.53 P-33 J-21 FH-9 791.19 8.65 0.00 8.98 42.20 42.20 P-34 FH-9 FH-13 791.19 5.62 3.92 5.05 17.65 10.40 P-35 J-23 FH-13 394.81 1.10 0.66 2.52 4. 61 2.87 P-36 FH-13 FH-10 1169.50 12.91 8.43 7.46 35.43 21. 44 P-37 FH-10 J-25 6.00 0.02 0.00 0.27 0.15 0.15 P-38 FH-10 FH-11 1163.50 7.24 0.63 7.43 23.09 21. 23 P-39 FH-11 J-26 18.00 0.30 0.00 0.82 1.12 1.12 P-4 J-3 J-4 225.83 0.01 0.00 0.36 0.04 0.03 P-40 FH-11 FH-12 36.00 0.02 0.00 0.23 0.03 0.03 P-41 FH-12 J-28 36.00 0.59 0.00 1.63 4.06 4.06 P-42 J-1 J-23 172. 69 51. 87 0.00 4.41 18.25 18.25 P-43 J-12 J-27 222.12 0.27 0.00 0.63 0.14 0.14 P-44 J-27 J-23 222.12 47.71 0.00 5. 67 29.09 29.09 P-45 R-2 J-11 932.47 0.24 0.00 1. 49 0.48 0.48 P-46 FH-16 J-14 51. 00 0.02 0.00 0.33 0.06 0.06 P-47 FH-11 FH-lA 1109.50 3.42 0.58 7.08 22.85 19.56 P-48 FH-lA J-15 15.00 0.20 0.01 0.68 0.82 0.80 P-49 FH-lA J-19 455.80 4.92 0.31 5.17 16.24 15.29 P-5 J-4 J-6 177.59 0.03 0.00 0.28 0.02 0.02 P-50 J-19 J-24 4.50 0.01 0.00 0.20 0.09 0.09 P-51 J-19 FH-2A 436.30 5. 63 0.06 4.95 14.26 14.10 P-52 FH-lA FH-3A 638.70 3.33 0.04 4.08 7 .13 7.03 P-53 FH-3A J-29 22.50 0.64 0.01 1.02 1. 73 1. 70 P-54 FH-3A J-30 0.00 0.00 0.00 0.00 0.00 0.00 P-55 FH-3A J-31 616.20 10.34 0.00 6.99 26. 72 26.72 P-56 FH-2A J-31 415.30 2.54 0.26 4. 71 14.16 12.87 ~ P-57 J-31 FH-4A 1003.00 25.55 2.29 11.38 71.78 65. 87 P-58 FH-4A J-32 3.00 0.00 0.00 0.02 0.00 0.00 P-59 FH-4A J-34 0.00 0.00 0.00 0.00 0.00 0.00 P-6 J-5 J-6 5.26 0.00 0.00 0.06 0.00 0.00 P-7 FH-3 J-5 24.24 0.00 0.00 0.15 0.02 0.02 P-8 J-7 FH-3 24.24 0.01 0.00 0.15 0.02 0.02 P-9 FH-1 J-7 37.74 0.01 0.00 0.24 0.04 0.04 E N D N 0 D E R E S U L T S NODE NODE EXTERNAL HYDRAULIC NODE PRESSURE NODE NAME TITLE DEMAND GRADE ELEVATION HEAD PRESSURE {gpm) {ft) {ft) {ft) (psi) ------------------------------------------------------------------------------FH-1 0.00 496.82 333.00 163.82 70.99 FH-10 0.00 421. 98 308.00 113.98 49.39 FH-11 0.00 414.10 313.00 101.10 43.81 FH-12 0.00 414.09 313.00 101.09 43.81 FH-13 16.50 443.31 305.00 138.31 59.93 FH-14 0.00 486.44 315.00 171.44 74.29 FH-15 13.50 477.34 306.00 171.34 74.25 FH-16 0.00 486.47 307.00 179.47 77.77 FH-lA 0.00 410.11 316.00 94.11 40.78 FH-2 0.00 496.80 333.00 163.80 70.98 FH-2A 21.00 399.19 316.00 FH-3 0.00 496.BO 326.00 FH-3A 0.00 406.73 320.00 FH-4 0.00 496.B4 333.00 FH-4A 1000.00 36B.55 31B.OO FH-5 0.00 4B6.45 313.00 FH-6 0.00 4B6.44 316.00 FH-7 0.00 4B2.34 309.00 FH-B 0.00 477.33 303.00 FH-9 0.00 452.B6 307.00 J-1 0.00 496.94 342.00 J-2 0.00 496.B5 340.00 J-3 6.00 496.B4 339.00 J-4 10.50 496.B3 339.00 J-5 16.50 496.BO 327.00 J-6 0.00 496.BO 32B.OO J-7 7.50 496.Bl 330.00 J-B 6.00 496 .7B 329.00 J-9 21.00 496.BO 323.00 J-10 10.50 4B6.39 312.00 J-11 0.00 496.76 311.00 J-12 0.00 493.05 305.00 J-13 0.00 4B6.50 307.00 J-14 12.00 4B6.45 314.00 J-15 15.00 409.90 31B.OO J-16 4.50 4B6.44 315.00 J-17 10.50 4B6.33 314.00 J-lB 13.50 4B6.24 313.00 J-19 15.00 404.BB 313.00 J-20 7.50 477.33 302.00 J-21 lB .00 461.51 309.00 J-22 12.00 461.39 310.00 J-23 0.00 445.07 305.00 J-24 4.50 404.B7 312.00 J-25 6.00 421.96 304.00 J-26 lB.00 413.BO 309.00 J-27 0.00 492.7B 295.00 J-2B 36.00 413.50 311.00 J-29 22.50 406.0B 322.00 J-30 0.00 406.73 322.00 J-31 2B.50 396.39 31B .OO J-32 3.00 36B.55 320 .00 J-34 0.00 36B.55 31B.OO R-1 Wellborn Ele 497.00 342.00 R-2 Flow Test 497.00 311. 00 S U M M A R Y 0 F I N F L 0 W S A N D 0 U T F L 0 W S (+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES NET NET NET NODE NAME R-1 R-2 SYSTEM INFLOW FLOWRATE (gpm) 423.03 932.47 1355.50 SYSTEM OUTFLOW = 0.00 SYSTEM DEMAND = 1355.50 NODE TITLE Wellborn Ele Flow Test ***** HYDRAULIC ANALYSIS COMPLETED ***** B3.19 36.05 170. BO 74.01 B6.73 37.5B 163.B4 71.00 50.55 21.90 173.45 75.16 170.44 73.B6 173.34 75.11 174.33 75.54 145.B6 63.21 154 .94 67.14 156.B5 67.97 157.B4 6B.40 157.B3 6B .39 169.BO 73.5B 16B.BO 73.15 166 .Bl 72.2B 167.7B 72. 71 173.BO 75.31 174.39 75.57 1B5.76 B0.50 lBB.05 Bl. 49 179.50 77.7B 172 .45 74.73 91.90 39.B2 171. 44 74.29 172.33 74. 6B 173.24 75.07 91.BB 39.Bl 175.33 75.9B 152.51 66.09 151.39 65.60 140.07 60.70 92.B7 40.24 117. 96 51.12 104.BO 45.42 197.7B B5.70 102 .50 44.42 B4.0B 36. 43 B4.73 36. 72 7B.39 33.97 ~ 4B.55 21.04 50.55 21.90 155.00 67 .17 1B6.00 B0.60